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Page 338
... reinforcement to gross concrete area shall be : A. 0.0012 for deformed bars not larger than No. 5 and with a ... Shear and Torsion Section 2611. ( a ) Notations . a = shear span , distance between concentrated load and face of support ...
... reinforcement to gross concrete area shall be : A. 0.0012 for deformed bars not larger than No. 5 and with a ... Shear and Torsion Section 2611. ( a ) Notations . a = shear span , distance between concentrated load and face of support ...
Page 349
... Shear Reinforcement in Slabs and Footings . 1. Shear reinforcement consisting of bars or wires anchored in accordance with Section 2611 ( n ) may be provided in slabs . For design of such shear reinforcement , shear stresses shall be ...
... Shear Reinforcement in Slabs and Footings . 1. Shear reinforcement consisting of bars or wires anchored in accordance with Section 2611 ( n ) may be provided in slabs . For design of such shear reinforcement , shear stresses shall be ...
Page 353
... reinforcement for resisting shear shall conform to the following : The area of horizontal shear reinforcement shall be not less than that computed by Formula ( 11-13 ) . The ratio , Ph of horizontal shear rein- forcement area to the ...
... reinforcement for resisting shear shall conform to the following : The area of horizontal shear reinforcement shall be not less than that computed by Formula ( 11-13 ) . The ratio , Ph of horizontal shear rein- forcement area to the ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength